STAAD.Pro Ideas Portal

Welcome to the STAAD.Pro Ideas portal. The purpose of this site is to post ideas for enhancements and new features. We value your feedback and our team regularly reviews your suggestions for consideration in future releases.

You have 3 options for providing feedback:

  1. Vote for an existing Idea. The popularity of an Idea helps us understand its importance to our users.

  2. Comment on an existing Idea. We want to hear your unique point of view.

  3. Add a new Idea. If no existing Idea describes what you would like, add a new one!

When you Vote, Comment, or Add an idea you will also be subscribed to that Idea and will receive status updates. Please note that we may merge or rename Ideas for clarity. Thank you for your support and feedback, it is always appreciated!

ADD A NEW IDEA

All ideas

Showing 183

control tolerance ratio Steel- utilization ratio.

Good morning Srs. I would like to control tolerance ratio Steel- utilization ratio.
Guest 10 months ago in  3 Future consideration

Add "highlight assigned geometry" checkbox to the Loads window

Adding "highlight assigned geometry" checkbox to the Loads window would be a beneficial feature to see what members loads are applied to. It would also be more consistent with the other tabs: Properties, Specifications, etc.
Ryan Cates over 1 year ago in  1 Future consideration

Make Material Definition properties apply for steel design

Currently, according to Bentley Support, the Material Definition properties are only used in the Connection Design module and are not used for steel design & code checking. The SGR, FYLD, FU parameters must be used instead to define the materi...
Michael Wood over 1 year ago in  5 Future consideration

Add an Autosave Feature

Please consider adding an autosave feature. A real autosave not a prompt that appears every so often minutes asking you to save. One that will autosave without input. Autosave is pretty much a standard now across a variety of softwares, so constan...
Dallin STRONG almost 2 years ago in  1 Future consideration

Using arbitrary Young's modulus (E) in AIJ2005 code calculations

In the current AIJ2005 code allowable stress calculation of STAAD.Pro, the Young's modulus is fixed at 205000 (N/mm2). On the other hand, in the AIJ2002 code, by using the YNG=1 parameter, the Young's modulus used in the frame analysis can be use...
佐野 秀昭 Hideaki Sano 11 months ago in  3 Future consideration

Nuclear Code AISC N690 Version

The Nuclear Code AISC N690 has not been updated since the 1994 edtion. It is not available for the recent nuclear power plant project, I bought a Nuclear Code, but it is useless because it has not been updated.so please update it.
KIM 김재훈 about 1 year ago in  5 Future consideration

Provision to interchange the local axis of elements in STAAD

Please find the combination of three models by different engineer. Under this when finally local stresses are checked, the contours are not smooth. if by any chance local axis of elements can be change, this will same a valuable time of re modelli...
Ankur Jain about 2 years ago in  2 Future consideration

OpenSTAAD Function to Retrieve Errors and Warnings

Currently OpenSTAAD provides OpenSTAADUI:AnalyzeEx() which upon completion of the analysis returns an integer indicating the status analysis. However, it will be helpful if there is a function which provides more information about the Errors and W...
Srinivasa Rao Masanam about 1 year ago in  3 Future consideration

Physical Modeler - Allow multiple wind load definitions to be combined into one primary load case

Because you must create multiple wind definitions for wind along a single direction (i.e. windward, leeward, sidewall) it would be helpful to have the ability to combine these in a single load case. Combining them in the load combos is cumbersome....
Ryan Freund about 2 years ago in  1 Future consideration

Add a command to modify tension Flange net area for AISC 360 F13

There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.
Dallin STRONG about 2 years ago in  2 Future consideration